N4008525R2520 Amendment_0002.pdf

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. PROJECT NO. (If applicable) 0002 11/072024

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

NAVFACSYSCOM MID-ATLANTIC

PWD NORFOLK

FACILITIES ENGINEERING & ACQ DIV

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N40085-25-R-2520

9B. DATED (SEE ITEM 11)

10/21/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning _1 _ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

N4008525R2520, PIER 11 PARTIAL DEMOLITION, NAVAL STATION NORFOLK, NORFOLK, VIRGINIA

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contact POC: Natalya Kuti (757) 341-0563; natalya.kuti.civ@us.navy.mil

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0002

The purpose of this amendment is to:

1. Provide Updated General Requirements

2. Provide Record Drawings

3. Provide Map for Trailer and Laydown Locations

4. Provide Responses to Pre-Proposal Inquiries (PPIs) #1-36 (pending #16-17)

All other terms and conditions remain unchanged.

1. Provide Updated General Requirements

See Attachment Pier 11 General Requirements REV1. Updates are in red font.

2. Provide Record Drawings

See Attachment O – NAVFAC Record Drawings

3. Provide Map for Trailer and Laydown Locations

See Attachment N – Map for Trailer and Laydown Locations

4. Responses to PPIs #1-36 (pending #16-17)

PPI # Date Submitted

LEAVE

BLANK Reference Question Response

Page Section Paragraph

1 10/22/24 4 of 7 Proposal Delivery

Information

The referenced paragraph states, "Proposals shall be submitted electronically through the PIEE Solicitation Module in accordance with the instructions below by the proposal due date. Offerors may also [emphasis added] send proposals via Federal Express (FedEx), United Parcel Service (UPS), or hand-carried to the following address no later than three (3) calendar days after the electronic proposal due date (hard copy submission in addition to the electronic submission, not in lieu of ).

Please confirm our interpretation of, "may also" to mean that proposals are required to be submitted electroncially via PIEE, but that a hardcopy submission is OPTIONAL.

Yes, the requirement is to submit proposals electronically via PIEE, submission of a hard copy is optional and is not mandatory.

2 10/23/24 20 01 30 00 1.9.1

Spec 01 30 00, para 1.9.1 calls for facilitated formal facilitating partnering, requiring offeror's to carry costs for third-party independent Facilitator Consultant, meeting room and other incidental items. Requring a third-party facilitator will drive up project costs. Can NAVFAC waive this requirement?

Yes, This requirement can be waived.

Pre-Proposal Inquiry Submission Form Solicitation #: N4008525R2520

Project Title: NSN, Pier 11 Partial Demolition

3 10/23/24 179 01 57 19 1.5.1.1.2

Spec 01 57 19, 1.5.1.1.2 calls for hazardous material survey/inspection prior to commencement of work.

However, para 3.6 states that no hazmat anticipated for this work. Please clarify if the Contractor needs to provide the hazmat survey and/or inspection as part of its bid.

No hazmat survey as part of bid is required.

4 10/23/24 184 01 57 19 1.6.6 Please confirm that a marine mammal observer is required for this project per 01 57 19, paragraph 1.6.6.

Protected Species Observer (PSO) is required as stated per 0 57 19 1.6.6.

5 10/23/24 110 01 45 00 1.6.5

Spec 01 45 00, 1.6.5 calls for a Registered Structural Engineer to review contractor’s submittals prior to sending it to Navy. It’s not a design-built project and typical approval of all submittals is done first by the contractor's QC Manager followed by the Government.

Having the Registered PE or the Architect for this work will result in unnecessary costs that can be avoided. Will NAVFAC waive this structural engineer requirement?

Navy is recommending waiver of this requirement prior to sending it to AE (Collins Engineers).

6 10/23/24

The RFP provides a hard completion date of June 15, 2025. However, assuming the soliciation closes on 11/20/24, the government has until March 20, 2025 to award the project (120 days). This would leave less than 90 days to complete and closeout the project. What is the project's Period of Performance?

Project must be completed by 6/15/25 with an estimated award of early December.

7 10/23/24

The RFP provides a hard completion date of June 15, 2025. However, assuming the soliciation closes on 11/20/24, the government has until March 20, 2025 to award the project (120 days). This would leave less than 90 days to complete and closeout the project. By what date does the government anticipate issuing an award?

Project is estimated to be awarded early December.

8 10/23/24 Please provide information regarding the extent of any underwater inspections that are required for the project.

No underwater inspections are required.

9 10/23/24 General

Requirem ents

Time for Completio n

It is stated, "Hard contract completion date is June 15, 2025." With a proposal acceptance period of 120 days from receipt of offers, this would leave contractor with 87 days to complete the work. Can the Government confirm if this project is expected to be awarded within the first 30 days from the proposal to allow for adequate time for the subcontractor to perform the work?

See # 6.

10 10/23/24 G-02 General Notes

#22 It is a concern that pile extraction may not be possible. Is cutting the piles at the mudline or a government provided minimal depth below the mudline acceptable?

Pile Extraction Plan submittal from Geotechnical Engineer is required.

Removing piles entirely is the goal (not cutting below or at the mudline).

11 10/23/24 01 50 00 3.6.1 Provide and maintain admin field office facilities within construction area at designated site. Does the Government have a designated site selected?

Please see map of suggested location and adhere to sheet G-02 loading requirements.

12 10/23/24 01 57 19 1.5.1.1.2

Structures must be surveyed for the presence of asebestos prior to demo. Section 01 57 19 3.6 states it does not expect hazard material on this project. Has the government performed a survey for this project which would eliminate the requirement in section 01 57 19 1.5.1.1.2?

See #3

13 10/23/24 35 59 13.14

3.1.4

Section calls out to provide jetting equipment and then section 3.4.2.1 states jetting of piles is not permitted without approval of the contracting officer. Will jetting of piles be approved?

Permitted with the approval of the contracting officer.

14 10/28/24

During the site visit it was noted that there was a life ring on the west side of the area that is being demolished.

Should this be removed and turned over to the Government?

Yes. Remove it and turn over to the government.

15 10/28/24 SD-05

Can the Government please provide electrical drawings for the electrical circuit located in the demo area?

See Record Drawing Letter dated 24/Dec/08; Electrical demoliton sheets ED- 001 to ED-104; Electrical sheets E-001 to E- 605.

16 10/28/24 SD-05

Can the Government please confirm the location in which the electrical circuit will be locked and tagged out?

Response Pending

17 10/28/24 SD-05

There is a junction box located directly across from the called out junction box on SD-05 closest to the ramp.

This junction box is not called out (would be located closest to cylinder pile location A5). Can the Government confirm is this junction box shall alost follow the not called out for the other junction boxes on SD-05?

Response Pending

18 10/28/24

Will the subcontractor be able to drive construction vehicles on the pier to the demo location? If yes, are there any limitations?

Approval from contracting officer required for construction vehicles to follow designated area on the pier. No Structural limitations, but do not damage existing deck.

19 10/30/24

Following response to Question #03 posted with Amendment 001, will Navy waive a requirement for Environmental Management Plan as noted in Section 01 57 19, para 1.7?

No. Environmental Protection Plan (EPP) is required per section 01 57 19 1.7

20 10/30/24 Please provide electrical as-built drawings. See # 15 response

21 10/30/24 Will water jetting to break the piles to be extracted free be permitted on this project?

See # 13 response

22 10/30/24 What is the access situation for the work area?

e.g. Is there access down the pier? If so is it open access, semi restricted or restricted?

Restricted access down the pier and all personnel must be vetted and badged.

23 10/30/24

What is the access situation for the work area?

e.g. Is there a landing point on the navy yard that can be utilized to load materials and equipment on and off of barges?

Material can be loaded and off loaded directly from the barge to the pier as long as sheet G-02 loading requirements are followed.

24 10/30/24 Is there an area on post for a laydown yard that is going to be made available during this project?

Yes, directly on the Pier approx 8K square feet. See # 11 response

25 10/30/24 What type of water traffic around the pier can we expect?

Will there be water traffic that will restrict our operations and movement while we are working (work boats, tugs?

See Port Security Barrier (PSB) & Turbidity curtain plans -Drawing No. G-03 sheet ; section 01 11 00 1.5

26 10/31/24 Can the existing concrete piles be cutoff at the mudline? see #10 reponse

27 10/31/24 Is jetting allowed when extracting the existing concrete piles?

see #13 response

28 10/31/24 Is jetting allowed when driving the composite piles to reinstall the fenders?

see #13 response

29 10/31/24 What are the extents of the existing log camel?

85.6 ft long for existing log camel - see section A/S-08 sheet and S-671 (Record drawing dated 24/Dec/08)

30 10/31/24 What elevation is the existing log camel located at? Refer to S-08 sheet

31 10/31/24 Where should the salvaged materials be stored after removal but before re-installation?

See # 11 response (Provide Salvage Plan per 01 11 00 1.7 )

32 10/31/24 Where should the salvaged materials that do NOT get reinstalled be placed? Will NAVFAC handle moving them directly from the contractor’s barge?

Any salvage material that remains upon completion of the project will be the contractor's material to be removed from Government property.

(End of Summary of Changes)

33 10/31/24 How much does 1 composite fender pile weigh?

Refer to S-08 sheet for dimension. Approx.

weighs 34 -35 lbs/ ft. for 13" dia. Comp (Refer to manufacturer's data for exact weight)

34 10/31/24 How wide is the access ramp on Pier 11? Are we allowed to bring equipment down the pier using the access ramp?

Refere to SD-01 sheet ( S-106 record drawing dated 24/dec/08) ; Permitted to bring down equipment using the access ramp after approval from contracting officer.

35 10/31/24 Will NAVFAC supply the hardware that gets embedded in concrete to re-mount the salvaged bolster fender and pier fenders?

No, Navfac will not suppy any hardware to re-mount the salvaged bolster fender and pier fenders.

36 10/31/24 Can the contractor work 6x10 or even 7x10 (6 or 7 days per week with more than 8 hours per day) to meet the RFP deadline of June 15?

Yes, but permission from contracting officer required for work outside regular hours ( see specs section 01 14 00 1.3.2 and 01 14 00 1.3.3)